SW3191102_Plan (Set)_20200220

GENERAL
TO.01 TITLE SHEET
E
CIVIL
CO.01-CO.02 GENERAL NOTES
CO.03-CO.04 NCGO1 NOTES
C1.01 EXISTING CONDITIONS
AND DEMOLITION PLAN
C3.01 EROSION AND SEDIMENT. CONTROL PLAN PHASE 1
0
C3.03 GRADING PLAN
3. 0 I A SEDIMENT CONTROL PLAN PHASE 2
C4.01 UTILITY PLAN
C4.02 SIGHT DISTANCE PLAN
AND PROFILE
C5.01 LANDSCAPE PLAN
C6.01-6.04 DETAILS
CONTACTS cs
CLIENT:
ENGINEER:
Deer Creek Farm, LLC
Dewberry Engineers Inc,
Care of:
Robert S. Notte, P.E.
Ms. Elizabeth Tarumianz
9300 Harris Corners Pkwy, Suite 220
Deer Creek farm LLC
Charlotte, NC 28269
p
237 Cherokee Road
PH. [phone]
Charlotte, NC 28207
FAX (704) 509,-9937
PH. [phone]
SNotte©dewberry.com
[e-mail]
ZONING F LOODPLAIN 8c WATERSHED INFORMATION
ZONED: R-40
PERMITTED USE: RIDING ACADEMY
NUMBER OF UNITS: 1 RESIDENTIAL, 1
STABLE FACILITY
SETBACK:
FRONT: 150
REAR: 150
SIDE: 150
MAX HEIGHT: 35
PARKING: 20 SPACES REQUIRED, 20 PROVIDED
C
1 SPACE PER EMPLOYEE DURING MAXIMUM SHIFT OF
EMPLOYMENT PLUS
2 SPACED FOR EACH 2 STALLS PLUS 1
SPACE PER VEHICLE USED IN OPERATION
SIDEWALK: N/A
SITE LIGHTING
NO SITE LIGHTING IS PROPOSED AS PART OF THIS
DEVELOPMENT.
SIGNAGE
NO SIGNAGE IS PROPOSED AS PART OF THIS
DEVELOPMENT.
SITE LOCATION
ETJ AREA:
VILLAGE OF WESLEY CHAPEL
WATER QUALITY BUFFERS
PARCEL INSIDE RIPARIAN BUFFER:
YES,SECONDARY STREAM
FEMA AND COMMUNITY FLOODPLAIN
FEMA PANEL #:
3710449500J
B
FEMA PANEL DATE:
10/16/2008
FEMA FLOOD ZONE:
X (MINIMAL FLOOD RISK)
COMMUNITY FLOOD ZONE:
OUT
RIVER BASIN INFORMATION
RIVER BASIN NAME:
CATAWBA
12 MILE SERVICE AREA:
YES
SITE INFORMATIONZBUILT UPON AREA:
SITE ADDRESS:
5428 NEW TOWN ROAD
PARCEL ID:
06051030
SITE ACREAGE:
25.98 AC
BASIN 1 BUA:
0.23 AC
BASIN 2 BUA:
0.52 AC
A
SUBMITTAL SET NUMBER
❑ PRELIMINARY ❑ CONSTRUCTION
■ APPROVAL ❑ REVISION
❑BIDDING ❑ RECORD
•
xaow whets b+�law.
Callyou ft.
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
DEER CR..EEK FARM
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RIDING ACADEMYJ Z Z
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CONSTRUCTION DOCUMENTS
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VILLAGEOWESLEY<t u_ ro - CHAPEL NORTH CAROLINA(L
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VICINITY MAP
SCALE: 1 " 200'
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LOCATION MAP SCALE: N.T.S.
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02/18/2020
JL
AGENCY COMMENTS
4
01/02/20
JL
AGENCY COMMENTS
3
12/03/19
DV
NCDOT COMMENTS
2
11/21/19
DV
NCDOT COMMENTS
1
11119/19
DV
NCDEO COMMENTS
NO.
-DATE
BY
DESCRIPTION
REVISIONS
DRAWN BY, DLV
APPROVED BY RSN
CHECKED BY TMM
DATE NOVEMBER 7, 2019
TITLE
COVER SHEET
PROJECT NO. 501 15748
T0001

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4 \ \ \ \ \ \ cK`\ \ \ \ ,' \\ ``� '�cp,C� ''( I 1 1 SQ. FT. SQUARE FEET
Q PROPERTY CORNER
�� \ \ \ \ \ \ \ \ \ \ \ \\ ti 1 t \ I O ti / , �' `♦f r 1 7 1 1 \ — ---------.-----_ _
---RIW RIGHT—OF—WAY
O� OG I \ \' \ \ \ \ \ \ \ \ 1 �' \ .1 \ \\ r' i;�3 r -r t i I '� \ ' .. WOQDSLINE
OVERHEAD ELECTRIC LINE
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A\ '%ice off, o& �, STATE OF NORTH CAROLINA
�?,,. /p ! \Q /y tiQ UNION COUNTY
I, NEIL H. PRESLAR, PROFESSIONAL LAND SURVEYOR HEREBY CERTIFY THAT THIS MAP WAS DRAWN
�'yam °o� UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION OF A TRACT
O OF
9� '�'� OF LAND PRECISION(DAS CALCULATED EED DESCRIPTIONSCORDED 10 000 +N; DTHATEED BTHE BOUNDARIES NOT SURVEYEDTHE
ARETICLEARLY o �'
Q0,�,'SQ INDICATED BY DASHED LINES AND THAT THIS MAP WAS PREPARED IN ACCORDANCE WITH G.S.
�Q /1 0Q11 , 47-30 AS AMENDED;
s/�0 THAT THIS SURVEY IS OF AN EXISTING PARCEL OF LAND AND DOES NOT CREATE A NEW
�j STREET OR CHANGE AN EXISTING STREET
WITNESS MY ORIGI
DAY OF ct(27l
mi
FLOOD PLAIN:
ACCORDING TO F. I. R. M.
PANEL NUMBER: 3710449500J
EFFECTIVE DATE: 10116 f 2008
THIS PROPERTY IS WITHIN A MINIMAL.
FLOOD HAZARD ZONE X.
100
GNATURE, LICENSE NUMBER AND SEAL THIS -t-
2019. _
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
E -
VN
GENERAL NOTES:
EASEMENT
TRANSMISSION TOWER
POWER POLE
SANITARY SEWER MANHOLE
WATER MANHOLE
HERITAGE TREE
(MEASURED DIAMETER AT
BREAST HEIGHT)
1. AREAS COMPUTED BY COORDINATE GEOMETRY
2. THIS PROPERTY SUBJECT TO RIGHT OF WAYS, EASEMENTS,
RESTRICTIONS AND COVENANTS EITHER RECORDED OR IMPLIED.
3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
4. NO RECOVERABLE GEODETIC MONUMENT FOUND WITHIN 2000'
OF SUBJECT PROPERTY.
5. ALL ADJOINING PROPERTY OWNER INFORMATION TAKEN FROM
CURRENT DEEDS AND TAX RECORDS AND IS CONSIDERED "NOW
OR FORMERLY."
6. THIS SURVEY PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH
7. UNDERGOUND UTILITY LOCATIONS SHOWN WERE DETERMINED FROM
ABOVE GROUND APPURTENANCES AND SHOULD NOT BE SOLELY RELIED
UPON FOR CONSTRUCTION OR DESIGN CONSIDERATIONS.
8. TAX I.D. # 06-051-030
TOPOGRAPHIC SURVEY
25,98 +/- ACRES
TAX PARCEL NUMBER 06-051-030
I SANDY RIDGE TOWNSHIP UNION COUNTY, NC
SEAL PREPARED FOR: JEFF TARUMIANZ
L3789 #
�: 237 CHEROKEE ROAD
R "s�;,`° CHARLOTTE IBC 28207
'
400 j SURVEYED: AUGUST 14, 2019 SCALE: 1" = 100
SURVEYED BY: NEB H. PRESLAR, NCPLS NO.3789
1613 WEST ROOSEVELT BLVD.
MONROE, NC 28110
PHONE: [phone]

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D e w b e r r
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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1 11/19/19 1 DV I NCDEQ COMMENTS
NO. I DATE I BY DESCRIPTION
REVISIONS
DRAWN BY DLV
APPROVED BY RSN
CHECKED BY TMM
DATE NOVEMBER 7, 2019
TITLE
EXISTING
CONDITIONS
AND DEMOLITION
PROJECT NO. 50115748
C1.01

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D e w b e r r
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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1 11/19/19 1 DV I NCDEQ COMMENTS
NO. I DATE I BY DESCRIPTION
REVISIONS
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APPROVED BY RSN
CHECKED BY TMM
DATE NOVEMBER 7, 2019
TITLE
SITE PLAN
PROJECT NO. 50115748
C3002

1` 2 5
3 4
NOTES. ��s��
l:t Dewberry
1. SEE SHEETS C0.01 AND
C0.02 FOR ADDITIONAL
INFORMATION
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax` 704.509.9931
PROJECT TEMPORARYBENCH MARK
www.dewberry.com
E
(EXISTING REBAR) DORIS
D. 8c J A M E S K. NCBELS #F_0929
ELEVATION : 505.17'
N 453800 TH U R M A N
E 1491042
NO DEED FOUND APPROXIMATE SIZE AND
LOCATION OF SEPTIC SYSTEM
PC D FILE- DESIGNED BY OTHERS TO BE °
3 0 4 TRACT \TR ACT I C FINALIZED IN THE FIELD WITH
TAX ID # 0 6— 0 7 5- 0 2 4 OWNER. WELL SHALL BE A
REBAR PROPOSED SWALE #1 MINIMUM OF 100 AWAY FROM
FOUND ZONING R — 40 SEPTIC SYSTEM
-����-=-�.�__- ___ _ (, ) BE REBAR —�-- z
{ _ _ , ,� r 0.33 OFF LINE > = Z z
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EXISTING PROPERTY LINE (TYP.) r _ Q
PROPOSED OUTLET CONTROL STRUCTURE \ \ \ \ \ \ \ i U) LL Q J
APPROXIMATE SIZE AND \ \ \ j w w
1 / / (CS-D01) AND OUTFALL PIPE TO BE \ \ \ _. E TO \ \ \ \ z W U n-
\ - _ LOCATION OF WELL SERVIC \ \ ! - z
INSTALLED THIS PHASE \ \ ``• . ...-- -` � � - - - -- -- '" -- -. \ \ \ \ J W _
\ BE FINALIZED IN THE FIELD WITH
!1 \ _ _ / ✓ i / / (SEE DETAILS) \ ' - .\ i \ \ \ \ l ! . 1 _ Q (� U
\ , OWNER. WELL SHALL BE A - \ U _
�!\ INVERT OUT : 496.50 \ \ \ \ \ \ �■■� I�� I- w
/ PROPOSED DRY BASIN.#1 \ j MINIMUM OF'100 AWAY FROM ,-- \ � ! � Q U � W � �
(SEE DETAILS) f SEPTIC SYSTEM C \ \ \ [� ()
!\ 24 CMP @ 0.5/0 / I ! \ \ \ \ j ;. '; ` \
i! \:. CC 0
\ - i \ \ j / ! - PROPOSED SWALE #3 , ; cc I- w
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INVERT OUT: 496.29 / / { `,., e••, `_• ! \ \ 1 W 00
1
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l 511.00 1 I 511.00 \ \ - a •'. , • . " "'
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PROPOSED BUILDING } I : , . ,. , . '.; : ° ,,; ; , r • ¢' . ,: .'•-° • k. °' , O s
! ! FFE
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03 67
{ DOOR: 511.48 j I ✓ \ / ` I =
511.00 : • ._ :•: •.:....:7Fe= 511.38
511.38 I j r 1 BF
PROPOSED DRY BASIN #2
(SEE DETAILS)
510.70 { 510.34\/� / l
1 507.60 / \ \ / / , KEY PLAN
$4 ( ` /
510.70 \ j / \ \/ //
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{ \
mm,
507.94
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1
SCALE: 1" =40'
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\ 1 / ` \ APPROVED LOCATION F
CA`PROPOSED SEPTIC FIELD.
! 1 j \ \ 1 iI !{ f 1
} i / \ i CONTRACTOR SHALL MINIMIZE
1 i — — \
1 1 0 ' \ \ ! ! i GRADING IN THIS AREA TO THE
! I i 1 ` } J MAXIMUM EXTENT PRACTICABLE ` / I / /
1 \ \ { '' INVERT OUT 496.50
'mom liiml
0 } ! I ! l / { \ \ PROPOSED OUTLET CONTROLSTRUCTURE
\ DEER QREE FAR ,ECC f I
I 1 y I / I ]7�
(CS-D02) AND OUTFALL PIPE TO BE
0173312
\ D B PG- 01 1 - _ / l } I J I \ ~ = INSTALLED THIS PHASE
�\ now c / / » » / / ,� o '-0 I J \ \ _ (SEE DETAILS)
PC D I I 6 - / 24 CMP @ 1.2 /o
TAX In, 4 dpm— 51/n3
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02/18/2020
JL
AGENCY COMMENTS
4
01/02/20
JL
AGENCY COMMENTS
3
12/03/19
DV
NCDOT COMMENTS
2
11/21/19
DV
NCDOT COMMENTS
1
11/19/19
DV
NCDEQ COMMENTS
NO.
DATE
BY
DESCRIPTION
>` } } / / "1/ / i l l / / 1 , / / I / / / / REVISIONS
�. ZONING1-1
/ --' INVERT OUT: 496.00 1 1 / �. '1-,� / / /,
! I / / / / DRAWN BY DLV
.�. ' I j 1 / /// i/ f
I } goo�} !. a I l j I j/ j l I l ~ / / / / / / / / / APPROVED BYgoo aim
RSN
/ mm Not-—m goo r, / / PROPOSED SWALE #2 } / / { l '' �i j 1 / I \ // / / / / %/ CHECKED BY TMM
EXISTING PROPERTY LINE (TYP.) \ / / / DATE
_•,,• / / / NOVEMBER 7, 2019
\ t \. S 3-2 34 8 Wj / / / / TITLE
Do
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}\ -- \ �\ `� I ', f' GRADING PLAN
1 I ! \ \ \ I { LIMITS OF FIELD
} SURVEY (TYP.) Wqa
1 I� I { \ NANCY ANN C. SHOE w \
A I , 1 �3� NO DEED FOUND
RNE » !
N H� PC D FILE 56 TRACT B W �1
RY� /"�� 1 w 1 } PROJECT NO. 501 15748
SHE 80 PG g� TAX ID # 06-048-001 B \t I
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r FILE 192 ZONING R-40 i
PCB —027
D I'. 06 051 _ _ C:1Users\dveMco\Deskdop1811.1P9 Q }
aE TAX R -- 40
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1

NOTES:
1. SEE SHEETS C0.01 AND
C0.02 FOR ADDITIONAL
INFORMATION
2 3 4 5
LANDSCAPING CALCULATIONS �:��'. Dewberry
LANDSCAPE SCHEDULE 30166�
STREET FRONTAGE - R-40 DISTRICT EXEMPT $18-?
ABBR. QTY. BOTANICAL NAME COMMON NAME SIZE CONDITION REMARKS
PARKING PERIMETER PLANTINGS
1 SHADE TREE PER 50'
CK 10 CORNUS KOUSA FLOWERING DOGWOOD 2" CAL. B&B FULL MATCHED SPECIMEN CONTINUOUS VISUAL BARRIER OF SHRUBS Dewberry Engineers Inc.
PARKING INTERIOR PLANTINGS 9300 Harris Corners Pkwy, Suite 220
8269
LS 6 LIQUIDAMBAR STYRACIFLUA FRUITLESS SWEETGUM 2.5" CAL. B&B FULL, STRAIGHT Charlotte, NC ROTUNDILOBA MATCHED SPECIMEN 1 SHADE TREE AND 4 SHRUBS PER 10 PARKING SPACES Phone: [phone]
Fax: [phone]
PROJECT TEMPORARY BENCH MARK K.
SCREENING BUFFERS www.dewberry.com
E (EXISTING REBAR) DORIS D . & J A M E S K . TG 71 THUJA STANDISHII X THUJA GREEN GIANT 6' HT. B&B/CONT. FULL TO GROUND MATCHED BUFFER WIDTH - 50' NCBELS #F-0929
ELEVATION : 505.17' PLICATA SPECIMEN
TREES PER 100' - 9
N 453800 TH U R M A N UP 5 ULMUS PARVIFLORA LACEBARK ELM 2.5" CAL. B&B FULL MATCHED, STRAIGHT SHRUBS PER 100' - 20
E 1491042 N 0 DEED FOUND SPECIMEN 900%100' x 20 $1 0 SHRUB1 TREES S REQUIRED TREES
0 SHRUBSDED
PROVIDED
PC D FILE 304 — TRACT F SHRUBS
EXISTING VEGETATION SHALL BE FIELD LIMITS OF FIELD TAX I D # 0 6 — 0 7 5 — 0 2 4 PLANTING LEGEND
VERIFIED BY CONTRACTOR WITH VILLAGE SURVEY (TYP.) ILB 185 ILEX CORNUTA DWARF BURFORD HOLLY 18" HT/SP. 3 GAL. FULL MATCHED SYMBOL NAME COUNT
REPRESENTATIVE TO MEET INTENT OF REBAR BURFORDII NANA M/IN. SPECIMEN 4.0 C. J z z
BUFFER REQUIREMENTS (FOUND) ZONING R- 40 0 LARGE MATURING TREE gp
-- �/ 0.33' OFF LINE
TG/71 (TYP.) CK/10 (TYP.) PT 56 PITOSPORUM TOBIRA MOCK ORANGE 18" HT/SP. 3 GAL. FULL MATCHED 0 EVERGREEN SHRUB 223 W O SPECIMEN 4.0 C.
\ �-I EXISTING PROPERTY LINE (TYP.) /' i — 1 w U
\ \ w
_ _
to
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= 0 0
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Uz EL
PROPOSED 50' BUFFER \� \ \ 1 I I J �W 0 0
m.
LU
\ \ \ \ \ \ PROPOSED 50' SCREENING BUFFER ILB/185 (TYP.) :: '•� }; •: r , . , \\ `\\ \ \ \ 1 1 I ZLU
TO BE PLANTED WITH 9 TREES ANDLL
1 ::'.:':{ \..:' .. .•:'.t : '/' ,.''':..'':• :':' \ \ \ \ I I I U
20 SHRUBS PER 100 LF• ' ` '' % ; ' .: ' : '. ':' : : ':• `\ \ M N I I W O
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-496' � � o
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�` / �. I I I / PROPOSED LARGE / `SO CONTRACTOR SHALL SEED ALL �% a �`
100,
In \ 1 \ 1P 1 / / I TREE PLANTS TYP. / 3 ,S k1^ e / /
o (SEE DETAILS)( ) AREAS WITHIN DENUDED LIMITS (TYP.) 0> moo/ /
III I / / / k / e �` r �` k \ e k O �` I \ / \ \ 1 / �` e ,x Ic KEY PLAN
11\ 18" RCP / I / / / e / \!� �'1 1 \ 1 \ / S0�? �` / e % e
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I I 491.89' e ke \
'no \ o s I I I I I o1 500 \ \ \ \So j
1 \ I GAS // /� a \k `` I e I \ o� I 1 I\ I / SpI\ \\ \\ \\ 6 �e / l
1 U /MKR , / / M e 4c \ \ o I 1 1 / \ \ \ \ \ / A e / e
\ / / � e � �\ I k I I I LS/6 (TYP.) ► I / \ \ \ \ \ \ � rc / / 1 / /
� I I 0 I \ I 500 \ \ \ \ \ \ S e / � � / e
n I r 1,I r 1`` I`` 1 I \ \\ \ I / \ \ \ \ \ \ \ OS / l
1 p� �\� k e � � � A � � SCALE: 1 -40
e I i 1 / •99. \ \ \ \ A� e
/ I -------- ----- / / \ \ \ h
1 o►� / I` I \ It \�` e I -- - �� --- ---- ---- PT/56 (TYP.) SPACED @ 4 O.C. / \ \ \ \ ♦ W e
e \ er 1 4' / k
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It Ic
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I e `k e � It I \ e k I I o 8 \ \ \ � /� /
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501
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11 1 (D \ I I DEER C4REEK FARM 1CC ' I �• \ `IN,
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4 , \� \ ' / — _ — / / / / I I I (EXISTING VEGETATION TO \ \ \
TAX I D � 6 0— 51�0 — 3 0 n' I SATISFY REQUIREMENT)10
1 11/19/19 1 DV NCDEQ COMMENTS
NO. DATE I BY DESCRIPTION
i \ APPROXIMATE LOCATION OF
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EXISTING PROPERTY LINE (TYP.) \ / / / \ \ \ ' '
o \ 1 ( ) \ ' / ' / / / \ \ \ / ' / / / / DATE NOVEMBER 7, 2019
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LIMITS OF FIELD \ �
LANDSCAPE PLAN
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TAX ID # R- 40
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PC D FILE 56 TRACT 99B99
TAX ID # 06 — 048— 001 B
ZONING : R-40
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PROJECT NO. 50115748
C5.01

1 2
3 I
5
E
0
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED.
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
10. ANY DISTURBED AREA FROM END OF APRON TO RECIEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA.
OUTLET
La
W1
W2
*T
H
1
16'
8'
19'
1.9'
16"
2
16'
8'
19,
1.9'
16"
* d50 (see fig 8.06 aft "NC SEDIMENT AND EROSION CONTROL MANUAL"
dmax = 1.5 x d50
T = 1.5 X dmax.
T(min.)=10"
EMERGENCY SPILLWAY DATA
BASIN ID
TOP OF BERM ELEVATION (FT)
CREST OF SPILLWAY ELEVATION (FT)
WIDTH OF SPILLWAY (FT)
1
501
499.50
5
2
502
500.50
5
SEE TABLE FOR ELEVATIONS
C
12" MIN. CLASS I RIPRAP
ALL PIPE E
CONNECTR
E
U
SPILLWAY WIDTH
(SEE TABLE)
EMERGENCY SPILLWAY
N.T.S.
CLEANOUT IN UNPAVED AREAS
SEE TABLE FOR ELEVATIONS
MIRAFI 50OX W/ 12"
OVERLAPS OR
APPROVED EQUAL
ENGRAVE "SS" IN SANITARY SEWER CAST IRON BODY WI
DRAIN CLEANOUTS BRONZE PLUG
CLEANOUT TO BE
FLUSH W/ GRADE
Lo
_d�' ."slJ� •.�. °' _.,e ' .dam \ �-0c' en. '° .4.• .
ALL PIPE BENDS AND
CONNECTIONS SHALL
BE 45* MAX.
CLEANOUT IN PAVED AREAS
CLEANOUT DETAIL
N.T.S.
12"X12"X8" CONCRETE
PAD FLUSH TO GRADE
(3,000 PSI MIN.)
NATURAL GRADE
W')
END OF FLARED SECTION
PLAN
ELEVATION
(IF NEEDED) V -,
RIP RAP I�
71
NOTE: SLAYER OF FILTER FABRIC
MINIMUM H=2/3 PIPE DIAMETER
SECTION B-B
RIPRAP APRON AT PIPE OUTFALLS
OTHER THAN AT SWIM
T (THICKNESS)=10" MIN.
MIN.
1
2.5" Faircioth Skimmer® Surface Drain Cut Sheet
J. W. Faircloth & Son, Inc.
Skimmer shown in www.FairclothSkimmer.com
floating position
1 1/2" Vent
4" Sch 40 with Green tip Aluminum straps
coupling suspending inlet
connection
1 2 /2" pvc float
29„ 2
1 1/2" Sch 40 SOLID pvc -
barrel or "arm" /
SUPPLIED BY USER s \�
\\ 29
Inlet 5
Patent #: 5,820,751
Orifice PLATE for inlet
f f
1 '/2' hose, ss clamps 2 1/2" inlet 2.5" HEAD on
2" threaded male fitting extension 4 center of inlet and t '
on outlet end orifice
1. Skimmer can be attached to a straight 4" sch 40 pipe through the dam but the pipe may need to be
anchored to the bottom at the connection so it is secure. Coupling can be removed and hose attached to
outlet using the threaded 2" fitting. Typical methods used: on a metal structure a steel stubout welded on
the side at the bottom with a 2" threaded coupling or reducers; on a concrete structure with a hole or
orifice at the bottom, use a steel plate with a hole cut in it and coupling welded to it that will fit over the
hole in the concrete and bolted to the structure with sealant: grout a 4" pvc pipe in a hole in the concrete
to connect the skimmer.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel (solid, not foam core pipe) should be 1.4 times the depth of water with a minimum length of 6'
so the inlet can be pulled to the side for maintenance. If more than 8' long weight may have to be added
to inlet to counter the increased buoyancy.
4. Inlet tapers down from 2 1/2" maximum inlet to a 11/2" barrel and hose. Barrel is smaller to reduce
buoyancy and tendency to lift inlet but is sufficient for flow through inlet because of slope. The inlet orifice
can be reduced using the plug and cutter provided to control the outflow rate.
5. Inlet is 5" pipe between the straps with aluminum screen door for access to the 21/2" inlet and orifice
inside.
6. Capacity 6,234 cubic feet per day maximum with 21/2" inlet and 2.5 head. Inlet can be reduced by
installing a smaller orifice using the plug and cutter provided to adjust flow rate for the particular basin
volume and drawdown time required.
7. Shipped assembled. User glues inlet extension and barrel, installs vent, cuts orifice in plug and
attaches to outlet pipe or structure. Includes flexible hose, rope, orifice cutter, etc.
2-5inchCut 1-15-19 January 15, 2019
LENGTH AS NECESSARY
TO GO THRU DIKE
4' MIN. PIPE
I`-1
1.5' MIN. 1 2
FLEXIBLE PIPE
TIE DOWN 10' MAX. SPACING
TIE DOWN AT END
4' (MIN)* -
DIAMETER (D)
PROFILE
* AT LESS THAN 1% SLOPE
EXTEND TO EDGE OF DISTU
RIP -RAP
RIP RAP & WASHED STONE I
FILTER BERM
(MCLDS 30.12)
-SEDIMENT PIT
i
T �
� ♦ a
a
' STAKES' "
' • , EARTH DIKE
SEDIMENT PIT NOT
REQUIRED IF BASIN IS
LOCATED DOWNSTREAM OF
PIPE OUTLET. (VOLUME PER
MCLDS 30.12)
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4" LIFTS TO THE TOP OF
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL
BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF PARTY OR HIS AGENT.
EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SILT FENCE,
TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE.
APPROVED DATE: 02/2007
FLEXIBLE PIPE SLOPE DRAIN
PROPOSED
CONCRETE -
SEE DETAILS -
(THIS SHEET)
1/2" DIA. STEEL RODS (#4 REBAR)
2.0' MINIMUM LENGTH
ELEVATION VIEW
NOTES:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU
RECYCLED RUBBER WATER STOPS (RRWS).
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY
PLACED 2' OFF OF EDGE OF PAVEMENT
NOT TO SCALE
0.875'
-1.5" CHAMFER
9" 2.5' FROM
EDGE OF PVM
6" 115 2 - #3 BARS
1 / r 4„
°
1/2" DIA. STEEL RODS (#4-/
REBAR) 2.0' MINIMUM LENGTH SECTION A - A
NOT TO SCALE
DETAIL NO.
PROPOSED CONCRETE WHEEL STOP
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REQUIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
ACCESSIBLE ROUTE
© (SEE NOTE 3)
SIGNAGE
SEE STD. NO
50.09 FOR
DETAILS
8' 8' 8' 8' 5' 8'
VAN
CCESSIBL
SPACE
ONE OUT OF EVERY EIGHT (8)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
O
VAN R7p 8e MUTCD RESERVED
ACCESSIBLE 12 x6 1 PARKING PARKING
R7TC
12"x18" MUTCD
DISABLED R7-8a
RESERVED PASSENGER 12"x18"
NOTES: PARKING MUTCD
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8a & R7-1) SHALL BE MOUNTED AT 7 FEET FROM R7-8a LOADING
GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12"x18" ONLY
5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM R7-8D
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA RESERVED PARKING SIGN PENALTY 12"x9"
DEPARTMENT OF TRANSPORTATION SUPPLEMENT. $ 250
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA. MAXIMUM R7-8D SEE STANDARD NO. 50.10C FOR
PENALTY 12"x9" SUPPLEMETAL SIGN DETAIL
$ 250
SEE STANDARD NO. 50.10E & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
ACCESSIBLE PARKING AND
SIGNAGE STANDARDS
NOT TO SCALE
Dewberry
Dewberry Engineers Inc.
9300 Harris Corners Pkwy, Suite 220
Charlotte, NC 28269
Phone: [phone]
Fax: [phone]
www.dewberry.com
NCBELS #F-0929
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KEY PLAN
NO. DATE BY DESCRIPTION
REVISIONS
DRAWN BY DLV
APPROVED BY RSN
CHECKED BY TMM
DATE NOVEMBER 7, 2019
TITLE
DETAILS
(3 OF 4)
PROJECT NO. 50115748
C6mO3